Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF MIAMI CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'Deep Creek ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal E-4 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR-442 ' (1) ·
'SR-518 ' (1) ·
'SR-524 ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'CARLTON RD (CR613)' (1) ·
'Center Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DUDA ROAD ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-415 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SUMMIT BLVD ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
700054 (1) ·
700122 (1) ·
790023 (1) ·
790033 (1) ·
790035 (1) ·
790042 (1) ·
790062 (1) ·
795521 (1) ·
885601 (1) ·
930104 (1) ·
930319 (1) ·
930339 (1) ·
930361 (1) ·
934201 (1) ·
934332 (1) ·
934516 (1) ·
934519 (1) ·
940015 (1) ·
940019 (1) ·
940035 (1) ·
940046 (1) ·
940047 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Intersection w LPGA BL' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'City of Jupiter ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1)
Latitude 016:
26214420 (1) ·
26344632 (1) ·
26365544 (1) ·
26395767 (1) ·
26400360 (1) ·
26401808 (1) ·
26490902 (1) ·
26565506 (1) ·
27201783 (1) ·
27222772 (1) ·
27241547 (1) ·
27263922 (1) ·
27284570 (1) ·
27453074 (1) ·
28071404 (1) ·
28222787 (1) ·
28521781 (1) ·
28535974 (1) ·
28563417 (1) ·
28570267 (1) ·
29092639 (1) ·
29143174 (1)
Longitude 017:
80022456 (1) ·
80022882 (1) ·
80042609 (1) ·
80052130 (1) ·
80052259 (1) ·
80054930 (1) ·
80184630 (1) ·
80192646 (1) ·
80203293 (1) ·
80215950 (1) ·
80290638 (1) ·
80324598 (1) ·
80381684 (1) ·
80422093 (1) ·
80481590 (1) ·
80491520 (1) ·
80570342 (1) ·
81030053 (1) ·
81043623 (1) ·
81060965 (1) ·
81080270 (1) ·
81170430 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
